Publication:
Structural Dynamic Analysis of the Chenderoh Dam Sector Gate Section

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dc.citedby4
dc.contributor.authorGhazali M.H.M.en_US
dc.contributor.authorZawawi M.H.en_US
dc.contributor.authorHassan N.H.en_US
dc.contributor.authorRadzi M.R.M.en_US
dc.contributor.authorMazlan A.Z.A.en_US
dc.contributor.authorAbas M.A.en_US
dc.contributor.authorZainol M.R.R.M.A.en_US
dc.contributor.authorid57204679170en_US
dc.contributor.authorid39162217600en_US
dc.contributor.authorid57204683370en_US
dc.contributor.authorid57204677038en_US
dc.contributor.authorid57216895962en_US
dc.contributor.authorid56893346700en_US
dc.contributor.authorid57193313971en_US
dc.date.accessioned2023-05-29T06:50:43Z
dc.date.available2023-05-29T06:50:43Z
dc.date.issued2018
dc.descriptionComputer aided design; Dynamic analysis; Frequency response; Modal analysis; Natural frequencies; Sensitivity analysis; Structural dynamics; System theory; ANSYS software; CAD softwares; Dam structure; Dynamic characteristics; Frequency response functions; Maximum deflection; Mode shapes; Operational methods; Damsen_US
dc.description.abstractThe dynamic characteristics such as natural frequencies, mode shapes and frequency response function (FRF) are the important characteristics to be investigated to access the level of durability of any dam structures. These characteristics are important since it will be the reference information for any operational methods to be used for the dam structures. In this study, one of the real dam (i.e., Chenderoh Dam) that available in Malaysia is taken into consideration, where the dynamic analysis of the sector gate section of the dam structure is investigated. the real scale of the sector gate section is measured on site and modelled into the CAD software with the consideration of real build-in materials. Then, the finite element (FE) model is constructed in ANSYS software with the required boundary condition and meshing sensitivity analysis. From the result of modal analysis, 30 natural frequencies are determined in the range of 0.5904 Hz to 8.471 Hz together with the mode shapes but only the most significant natural frequencies will be shown in this paper. In addition, all three axes of the FRF graphs show an agreement for the highest natural frequency value at 7.95 Hz, where the maximum deflection occurred in x axis direction with 2.03 � 10-7 m. � 2018 The Authors, published by EDP Sciences.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo2002
dc.identifier.doi10.1051/matecconf/201821702002
dc.identifier.scopus2-s2.0-85056628455
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85056628455&doi=10.1051%2fmatecconf%2f201821702002&partnerID=40&md5=16a00b89a978e773a159ae7e937ba96f
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/23646
dc.identifier.volume217
dc.publisherEDP Sciencesen_US
dc.relation.ispartofAll Open Access, Gold, Green
dc.sourceScopus
dc.sourcetitleMATEC Web of Conferences
dc.titleStructural Dynamic Analysis of the Chenderoh Dam Sector Gate Sectionen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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